HomeMy WebLinkAboutPole barn plans0
0
0
0
SIRC
62.66'
W
78.22'
Z
79.59'
SIRC
LEGEND:
SIRC = SET IRON ROD AND CAP PSM#6376
NORTH LINE OF THE SOUTHEAST Y4 OF SECTION
PROPOSED o
POLE BARN M
S 8 9 05 6' 15" E
0
SHIP 35 SOUTH, RANGE 39 EAST
NORTH SAINT LUCIE WATER MANAGEMENT DISTRICT CANAL NO. 43 0
6 6 7.6 5SIRC
PROPOSED 20'INGRESS—EGRESS EASEMENT
529.08'
4, TOWN
70'
547.52
................... ..................._..._
PROPOSED 10'
N 89056'15" W 674.28'
ft I: 2314-m-aootl-00 -s
SIRC
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PARCEL 2
LOCAT�ON MAP
LEGAL DESCRIPTION: NW Y4 OF THE NW Y4 OF THE SE Y4 OF SECTION 4, TOWNSHIP
SOUTH, RANGE 39 EAST LESS N 35 FT OF CANAL R/W
(OR 3957-2506)
LOT AREA: PARCEL 1 420,354 SQ. FT.; 9.65 ACRES±
STREET ADDRESS: NOT AVAILABLE.
SURVEYORS NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SECTION 4.
2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS AND NONE ARE
INTENDED FCR CONSTRUCTION AND/OR DESIGN PURPOSES.
3. ALL DISTANCES AND BEARINGS ARE AS FIELD MEASURED AND ARE COINCIDENT WITH "PLAT
AND DESCRIPTION DATA UNLESS OTHERWISE NOTED.
4. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR & MAPPER.
5. THIS SURVEY IS BASED UPON A DESCRIPTION PROVIDED BY THE CLIENT. THERE HAS BEEF
NO EXTENSIVE SEARCH OF THE PUBLIC RECORDS BY THIS OFFICE.
6. NO ATTEMPT HAS BEEN MADE TO LOCATE UNDERGROUND IMPROVEMENTS.
7. FENCE OWNERSHIP IS UNDETERMINED.
8. PARCEL ID NO. 2304-422-0001-000-2.
CERTIFIED TO:
DAVID BELLEVILLE
MELIISSA BELLEVILLE.
CERTIFICATION:
I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON WAS PERFORMED UNDER MY SUPERVISION
AND IT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS, AS SET FORTH BY THE FLORIDA BOARD
SURVEYORS & MAPPERS IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND FURTHER THAT THERE ARE NO VISIBLE, ABC
GROUND ENCROACHMENTS UNLESS SHOWN OR NOTED.
RECEk D APR - 2017
vIARSHALL
Surveying & Mapping
321 HOLLY AVE
Port Saint Lucie, Florida 34952
.3t: � , Lc �.o
STEVEN D. MARSHALL PSM 637
Boundary Survey/Site Plc
Prepared on the order of:
DAVID BELLEVILLE
Field: SM & RA Job No 16 ,"(�;1
Drawn: SDM Date: 10/17/2(
Scale: 1 " = 40' Sheet: 1 of
UNSHEETED CONTINUOUS BRACING NOTE
Bottom Chords are not sheeted.
Builder must laterally brace unsheeted chords.
See individual truss engineering for bracing requirements.
12
- 4.00
CID
14'
M 3
upset=1/4" heel=315/16"
1 �
SQUARE CUT END
2'-10 5/6" 2 x 4 Top Chord
WALL HEIGHT 14'
TYPICAL END DETAIL i
90.11 MITEK 4.2
SUCH AS SBC 1604.6.UCIBLE
DESIGN CRITERIA PER LOADING/DESIGN
County
SAINT LUCIE
Building Department
City of PORT ST LUCIE
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Metal Roof
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Bracing (See Note)
Highest Mean Height
17'-0"
Building Type
OPEN
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Chambers Truss Inc. Drawing Name: 73954
Scale: 1 /4 = 1'
24 total trusses, 2 different trusses.
Date:12/09/16 REVISED:2/21/17
FOR
HIGGINS BROTHERS
DESCRIPTION:
DAVE BELLVILLE
73954
/ CLOUDED AREAD ARE OF
SPECIAL CONCERN 4 MUST BE
CHECKED C,4RE=FULLY 4 MAY i
INDICATE DEVIATION FROM
PLANS.
NOTES: ' - -
*ALL BEAMS BY OTHERS.
*CEILING IS FLAT.
*DESIGNED WITH STRUCTURAL GABLE ENDS.
TDI IC
TYPICAL GAIDLE ENDS
NOT SHOWN
GALV. STEEL ROOFING
SCREWED PER MFG. SPECS
OVER is/32" CDX PLYWOOD
ENGINEERED WOOD 2 x 4 - 4' O.G. NAILED TO BOTTOM OF
TRUSSES o 24" O.C. TOP CHORD OF IST 4 TRUSSES w/ (2) I&D
NAILS EACH PLY OF EACH TRUSS
5/8" COX SHEATHING NAILED
I I I I
® 6"1. w/ IOd NAILS
I I lU ROW 2 x 4 GROSS
BRACING IN CENTER
OF TRUSS NAILED
I w/ (2) 111 NAILS
(U LSTAIS 14-I0d NAILS
I I I I I
o GABLE TRUSS TO BEAM —'
H
o EA UPRIGHT
TYPICAL /
(2) 2 x 12 2 x 4 4' O.C. NAILED
FLITCH BEAM TO TOP OF BOTTOM
CHORD OF EA TRUSS
w/ (2) 160 NAILS EACH
PLY OF EACH TRUSS
TYPICAL GABLE END
STRUCTURAL GABLE ENDS
STRUCTURAL GABLE ENDS
METAL ROOFS SHOW IMPERFECTIONS.
SPECIAL INSTALLATION CARE MUST BE TAKEN
LAYOUT BY OTHERS
TYPICAL
"
0
TYPICAL TRUSS CONNE.TIONS
w/ (1) LSTAIS 14-I0d MILS
g EA TRUSS TO BEAM
TYPICAL
METAL ROOFING BY SUh_AST METALS
"KEY WEST SERIES" �V CRIMP
FL 019621.1 / -181325 PSF
"
PRE-ENG. TRUSSES 024 O.G. 12 SCREWED 8 O.C. PER'IFG. SPECS
w/ (1)LSTAIS 14-IOd NAILS 4 OVER TYP/ PEEL 4 STICK FOLLED ROOFING
R TRUSS TO BEAM OVER 19/32" CDX PLYWOOD
TYPICAL
PT 2 x 4 RAT RUNS
® MAX 4' O.G.
NAILED TO EA TRUSS
w/ (2) 16D
TYPICAL BEAM
CONNECTED TO POST
w/ (4) 111 NAILS 4
(1) 5/8" THRU BOLT
Lill 2" WASHER 4 NUT
TYPICAL
w/ (1) LSTAIS 14-I0d NAILS
Is GABLE TRUSS TO BEAM
m EA UPRIGHT
TYPICAL
(2) 2 x 12 PT FLITCHED BEAM
w / 1/2" COX PW BETWEEN
NAILED TOGETHER
w/ (3) ROWS OF 120 NAILS
0 MAX 12" O.G.
TYPICAL
ROUND POLES
TO' OF
BEAMGRADE
2'-oil
F �- -- - - - - CONCRETE GRADE -- - F------------- - -------1
Q TYPICAL
ROIND POLES
MIN
TYPICAL POLE BARN END ELEVATION INTO GROUND
410'-0"
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8'-II' �, 8'-104s' 8'-IOs" CONNECT BEAMS
w/ (2) SIMPSON META 18
411 W/ 14-lOD/ST
noniiwin rnawlea
TYPICAL VOLE 5ARN LAYOUT TO EA. BEAM (TYP.)
SCALE: 1/4" . 1'-0"
TYPICAL POLE 5ARN 6IDE ELEVATIM
SCALE: 114" • 1'-0"
2014 5TH ED FBC RESIDENTIAL 4 AMENDMENTS
BASIC WIND SPEECd MIN 1&0 (ULT)
RISK FACTOR LO
BUILDING CATEGOIFY OPEN
EXPOSURE CATEGORY C
LEE FASTENERS OR ATTACNlr1EN;
TK RESPON MLM OF THE
CONTRACTOR OF RECORD
TOP OF
BEAM GRADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COD88,
THESE TRUSS DRAWINGS HAVE
SEEN REVIEWED AND ACCEPTED
AS SIGNED 6 SEALED HERE SELOUI.
df 00�'OS
ST. LUC CO7B L`(G DIVISIQN
REVIEWED FOR LIANCE
REVIE BY
DATE ST BE KEPT ON JOB
PLANS
OR NO INSPE TION WILL BE MADE.
RECEIv -0 APR, a 1017
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C Copyright 2017
ROBERSON
DESIGN GROUP
All rights reserved.
JOB I-IR
DATE : 2/21/17
DRAWN BY SR
SHEET
1 Of 1
SCALE: 114" . 1'-O"
®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
'ALL TRUSSES APE TO BE SET -
AT 2'-C: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A&
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less '&30' to 60' Span A
6o degrees Spreader Bar
or less
-1/2-1—
Tag Line span approx.
REFER TO BCSI
Truss must be set this way If crone used.
Truss is on exam Ple, your truss may not match.
Insist crane operator sets truss this way.
ifag—_Approx 2/3 to_*
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone used.
This Is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. AL
A I FR " A " E::> I— E FZ " O T- IE=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNailsbe as
detabs o
schedule in engineeringe nails.
.package.
Carried Truss
77
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 14'-0"
ABOVE FINISHED FLOOR
,A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
NOTES:
*ALL BEAMS BY OTHERS.
*CEILING IS FLAT.
*DESIGNED WITH STRUCTURAL GABLE ENDS.
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN
UNSHEETED CONTINUOUS BRACING NOTE
Bottom Chords are not sheeted.
Builder must laterally brace unsheeted chords.
See individual truss engineering for bracing requirements.
I
STRUCTURAL GABLE ENDS
I
_ I
SGEA
A
A
A
A
A
A - - - -
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
- scEA I I
/ \ I
l ; STRUCTURAL GABLE ENDS
:a
CLOU`bED AREAS ARE OF \
/ SPECIAL CONCERN & MUST BE
' CHECKED CAREFULLY & MAY
1 INDICATE DEVIATION FROM
` PLANS. --
12
i 4.010 ` x
i
n 14'
I � 1
°' 3 1
I j
2 "05
1 '
\ upset=1/4" heel=315/16"
` SQUARE CUT END
\ 2 x 4 Top Chord
WALL HEIGHT 14'
` TYPICAL END D^TAIL ,
. a bxrt .:ne613° A
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be Installed Is:
Jti@underslgned acknowledges and agrees: -
".1, Trusses will be made In strict accordance wlth this truss placement diagram layout,
Vfilch is the sole authority for determining successful fabrication of the trusses.
2. Ali dimensions In this layout have been verified by the undersigned.
' '.�.1. Unless written notice is provided by cortified mall to Chambers Truss within tan (10)
days of delivery the undersigned agrees that no backcharges, will be allowed. In the event
such written notice Is fumished Chambers Truss shall have three (3) bulIllatess days In which
to, begin repairs required, or to substitute other trusses, at Chambers option.
i'.'4oThe underafgned acknowledges recelpt of "BCSI 1-03' summary sheet by TPI & WTCA.
4 Delh+err la to job site. It Is the buyer's' responsibility to make fhe job site suitable for
delivery. Chambers Truss has the sole authority to determine the sulf Wlity of the job site or a
portion of the job site for delivery. Chambers Truss will be reeponslbie for dump delivery only.
The buyer Is responsible for additional delivery expenses B Chambers Truss has to redetiver
because job site is not prepared for delivery or buyer Is not prepared for delivery of trusses.
"i saIs responsible to Chambers Trues for towing costs due to she conditions.
'� 9>Pdoe as shown In paragraph 7 below Is subject to change Ifany changes ere. made In
this layout A $50 per hour fee for revisions may be charged by Chambers Truss. ,
': T:;:ThIs Is a PURCHASE ORDER to ChamberbTruss of the sum agreed to, or If n6..
;agmWment a reasonable lodes. Invoice will be made on delivery and paid within terms of net'
on�ddllvery. Invoice may be made at scheduled date of delivery If buyer cannot accept
"4dt.very of fabricated trusses. The undersigned agrees to pay Chambers.TNas reasonable
at6rney's fee for collections In event of payment not timely made. 1-1f2 %per month service
charge will be added for all sums not paid within tens. ,
B: Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
uncondlgonally guarantees payment when due of any and all Indebtedness owed to
'Chambers Truss by any eni receiving material and the undersigned agrees to pay such
Indebtedness Including attorneys fees, If default In payment for material be made by the
recipient. 1.
10. In the event of any litigation conceming this agreement, the hems fumished hereunder
or payments referred to herein, the, parties agree that the sole venue for any such action will
'beSalnt Lads County, Florida.
�1t.; Design responslbillties are per "National Standard And Recommended Guidelines On
Rasponsiblllties For Construction Using Metal Plate Connected_ Wood Trusses
A,NSVTPVWTCA 4 - 2002" _
.'DATED .. .-..v.
rit
,SIGNED
:�oR TITLE .
c•L:
7►spraaderbarmaybe regglled per"BCS11-03"te pregerlt6>fiay&damage.
'Multiple ply trusses must be fastened together per engineering
'-" isiore they are set; failure to do so can result In roof collapse.'
Riporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
Sltlidy the contents of the Information packet Included on delivery
before setting trusses.
tsati'1:�.
^a TniasesmustbesetandbracedperdesigntopmvatkiW&damage.
Trusses must be set plumb and square
`Do not set bunks or stack of plywood, roofing material or any
,.other Concentrated loads on trusses, this can cause collapse.
,.I DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
dtll �.
"' ° 3105 Oleander Avenue
Fort Pierce; Florida 34982-6423
800-551-5932
xkrtPierce 772466.2012 Fax 772.465-8711
11
o V?o Beach 772-569.2012 Stuart 772-286-3302
4 Yt' Wah SIM! CHAMRERSTRUSS.COM
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
City of PORT ST LUCIE
Wind Design Criteria
ASIDE 7-2010
Wind Design Method
Main Wind Force Resisting
Roofing Material
Metal Roof
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
170mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Bracing (See Note)
Highest Mean Height
17'-0"
Building Type
OPEN
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: 73954
Scale: 1 /4 = 1'
24 total trusses, 2 different trusses.
MI 4: BLW ACAD: BLW Reviewed By:
Date:12/09/16 Revised:02/21/17
FOR
HIGGINS BROTHERS
DESCRIPTION:
DAVE BELLVILLE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
2 TRUSS DRAWINGS ARE ATTACHED Tn !-AY0tJT 73954